Test 2021-05-06-17-7 (AASHTO T313-19) Summary

Project Information
Project IdentifiersProject ID: 214874
DEA: 022H0504
EFIS: 0216000093
DIST-CO-RTE-PM02-TRI-36-R34.8/R35.4
Work DescriptionREALIGN ROADWAY, DRAINAGE, GUARDRAIL, AND EROSION CONTROL.
Location DescriptionTRINITY COUNTY ABOUT 15 MILES WEST OF PLATINA FROM 3.6 MILES TO 2.9 MILES WEST OF HAYFORK CREEK BRIDGE.
Sample Information
Sample Taken Date5/6/2021 Sample Unique Key17
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing5/20/2021
Sample typeAcceptance A brief description of the samplePG64-28M
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedManufacturer
First name of sampler or witnessed byno TL101 tag Last name of sampler or witnessed byno TL 101 tag
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameKnife River - Orland Transportation Laboratory (TL) Numberc768290 marked on can
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number1
Sublot number1 Tank number
Time of sample HMA SupplierKnife River - Orland
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-05-06-17
DIME Test ID: 2021-05-06-17-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2021-05-28
Test Results

Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 05/27/2021
Minimum test bath temperature at 240 s: -18.0 C
Maximum test bath temperature at 240 s: -18.0 C
Time of test load application: no data
File name of test data: no data
Time beam in bath: no data
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 1005.0 mN
Beam deflection 60.0 s: 0.495 µm
Measured Stiffness Modulus 60.0 s: 164.000 mPa
Estimated Stiffness Modulus 60.0 s: 165.000 mPa
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.345
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications

Test was verified on 05/28/2021